1、緩緩和和曲曲線線要要素素表表( (設(shè)設(shè)計(jì)計(jì)給給定定的的已已知知值值）緩和曲線長(zhǎng)L LS S： 50切線長(zhǎng)T TH H：圓半徑R R： 200轉(zhuǎn)向角：曲線總長(zhǎng)L LH H： 125.438切曲差D DH:H:直緩點(diǎn)（ZHZH)坐標(biāo):X= 3666171.560Y=緩直點(diǎn)（HZHZ)坐標(biāo):X= 3666059.816Y=交點(diǎn)點(diǎn)（JDJD)坐標(biāo):X= 3666110.497Y=緩緩和和曲曲線線要要素素計(jì)計(jì)算算表表（計(jì)計(jì)算算復(fù)復(fù)核核值值）內(nèi)移距p p：0.5208切線增長(zhǎng)值q q：切線長(zhǎng)T TH H：63.2590緩和曲線角0 0：圓曲線角：7.17147圓曲線長(zhǎng)：曲線總長(zhǎng)：125.438外矢距：切曲

2、差：1.080直緩點(diǎn)里程：緩緩和和曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)算算值值 直直緩緩點(diǎn)點(diǎn)（ZH)ZH)至至緩緩圓圓點(diǎn)點(diǎn)(HY)(HY)段段 直直緩緩點(diǎn)點(diǎn)至至交交點(diǎn)點(diǎn)的的方方位位角角：195.08404緩和曲線長(zhǎng)（m)X XY YX XF F0.000010.000010000.000000003666171.56011.000000000.000016673666170.59521.999999990.000133333666169.62932.999999940.000450003666168.66443.999999740.001066673666167.69954.99999

3、9220.002083333666166.73465.999998060.003600003666165.76976.999995800.005716663666164.80587.999991810.008533333666163.84098.999985240.012149993666162.876109.999975000.016666643666161.9121110.999959740.022183283666160.9481211.999937790.028799893666159.9841312.999907180.036616483666159.0211413.99986554

4、0.045733023666158.0581514.999810160.056249493666157.0961615.999737860.068265873666156.1341716.999645040.081882113666155.1721817.999527610.097198183666154.2111918.999380980.114314013666153.2502019.999200000.133329523666152.2902120.998978970.154344643666151.3312221.998711590.177459243666150.3722322.99

5、8390910.202773203666149.4132423.998009340.230386353666148.4562524.997558590.260398503666147.4992625.997029660.292909433666146.5422726.996412770.328018873666145.5872827.995697410.365826513666144.6322928.994872210.406431993666143.6783029.993925000.449934913666142.7253130.992842710.496434783666141.7733

6、231.991611390.546031073666140.8223332.990216150.598823163666139.8723433.988641140.654910353666138.9233534.986869530.714391853666137.9753635.984883460.777366773666137.0283736.982664010.843934133666136.0823837.980191210.914192813666135.1383938.977443950.988241573666134.1944039.974400001.06617905366613

7、3.2524140.971035951.148103713666132.3124241.967327191.234113873666131.3734342.963247891.324307683666130.4354443.958770941.418783103666129.4994544.953867971.517637893666128.5644645.948509261.620969593666127.6314746.942663751.728875533666126.6994847.936299011.841452773666125.7704948.929381191.95879815

8、3666124.8425049.921875002.081008183666123.916緩緩和和曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)算算值值 圓圓緩緩點(diǎn)點(diǎn)(YH)(YH)至至緩緩直直點(diǎn)點(diǎn)（HZ)HZ)段段 緩緩直直點(diǎn)點(diǎn)至至交交點(diǎn)點(diǎn)的的方方位位角角：36.45253緩和曲線長(zhǎng)（m)X XY YX XF F0.000010.0000.0003666059.81611.0000.0003666060.61722.0000.0003666061.41833.0000.0003666062.22044.0000.0013666063.02155.0000.0023666063.82366.00

9、00.0043666064.62577.0000.0063666065.42888.0000.0093666066.23199.0000.0123666067.034109.999975000.016666643666067.8381110.999959740.022183283666068.6421211.999937790.028799893666069.4471312.999907180.036616483666070.2531413.999865540.045733023666071.0601514.999810160.056249493666071.8671615.999737860

10、.068265873666072.6761716.999645040.081882113666073.4851817.999527610.097198183666074.2951918.999380980.114314013666075.1062019.999200000.133329523666075.9192120.998978970.154344643666076.7322221.998711590.177459243666077.5472322.998390910.202773203666078.3632423.998009340.230386353666079.1812524.997

11、558590.260398503666079.9992625.997029660.292909433666080.8202726.996412770.328018873666081.6412827.995697410.365826513666082.4652928.994872210.406431993666083.2893029.993925000.449934913666084.1163130.992842710.496434783666084.9443231.991611390.546031073666085.7743332.990216150.598823163666086.60534

12、33.988641140.654910353666087.4393534.986869530.714391853666088.2743635.984883460.777366773666089.1123736.982664010.843934133666089.9513837.980191210.914192813666090.7923938.977443950.988241573666091.6354039.974400001.066179053666092.4814140.971035951.148103713666093.3284241.967327191.234113873666094

13、.1784342.963247891.324307683666095.0304443.958770941.418783103666095.8844544.953867971.517637893666096.7404645.948509261.620969593666097.5994746.942663751.728875533666098.4604847.936299011.841452773666099.3244948.929381191.958798153666100.1895049.921875002.081008183666101.058圓圓曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)

14、算算值值 緩緩圓圓點(diǎn)點(diǎn)（HY)HY)至至圓圓緩緩點(diǎn)點(diǎn)(YH)(YH)段段 圓圓心心至至交交點(diǎn)點(diǎn)的的方方位位角角：115.57008圓圓心心至至圓圓弧弧起起點(diǎn)點(diǎn)的的方方位位角角：112.182345圓圓心心坐坐標(biāo)標(biāo)：X=X= 3666199.827Y=圓曲線長(zhǎng)（m)X XY YX XF F0.000013666123.91513666122.99023666122.0683366612122953666119.31363666118.39973666117.48683666116.57693666115.668103666114.762113666113.8581236

15、66112.95612.718953666112.309133666112.056143666111.159153666110.264163666109.371173666108.480183666107.591193666106.705203666105.821213666104.940223666104.061233666103.184243666102.310253666101.43825.43793666101.05763.25921.364091.080467608.067467553.685467591.54024.98707.0943125.4384.14055.264Y YF

16、F里里程程點(diǎn)點(diǎn)位位名名稱稱467608.0675.264直直緩緩點(diǎn)點(diǎn)467607.8066.264緩和曲線467607.5447.264緩和曲線467607.2838.264緩和曲線467607.0219.264緩和曲線467606.75910.264緩和曲線467606.49611.264緩和曲線467606.23312.264緩和曲線467605.96913.264緩和曲線467605.70414.264緩和曲線467605.43815.264緩和曲線467605.17216.264緩和曲線467604.90417.264緩和曲線467604.63518.264緩和曲線467604.365

17、19.264緩和曲線467604.09420.264緩和曲線467603.82121.264緩和曲線467603.54722.264緩和曲線467603.27123.264緩和曲線467602.99324.264緩和曲線467602.71325.264緩和曲線467602.43226.264緩和曲線467602.14827.264緩和曲線467601.86328.264緩和曲線467601.57529.264緩和曲線467601.28530.264緩和曲線中點(diǎn)467600.99231.264緩和曲線467600.69732.264緩和曲線467600.40033.264緩和曲線467600.1

18、0034.264緩和曲線467599.79735.264緩和曲線467599.49136.264緩和曲線緩緩和和曲曲線線要要素素表表( (設(shè)設(shè)計(jì)計(jì)給給定定的的已已知知值值）緩緩和和曲曲線線要要素素計(jì)計(jì)算算表表（計(jì)計(jì)算算復(fù)復(fù)核核值值）緩緩和和曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)算算值值 直直緩緩點(diǎn)點(diǎn)（ZH)ZH)至至緩緩圓圓點(diǎn)點(diǎn)(HY)(HY)段段 467599.18237.264緩和曲線467598.87038.264緩和曲線467598.55539.264緩和曲線467598.23740.264緩和曲線467597.91541.264緩和曲線467597.59042.264緩和曲線4

19、67597.26243.264緩和曲線467596.93044.264緩和曲線467596.59445.264緩和曲線467596.25546.264緩和曲線467595.91247.264緩和曲線467595.56448.264緩和曲線467595.21349.264緩和曲線467594.85850.264緩和曲線467594.49851.264緩和曲線467594.13452.264緩和曲線467593.76653.264緩和曲線467593.39354.264緩和曲線467593.01655.264緩圓點(diǎn)Y YF F里里程程點(diǎn)點(diǎn)位位名名稱稱467553.685130.702緩直點(diǎn)4675

20、54.283129.702緩和曲線467554.882128.702緩和曲線467555.480127.702緩和曲線467556.078126.702緩和曲線467556.675125.702緩和曲線467557.273124.702緩和曲線467557.869123.702緩和曲線467558.466122.702緩和曲線467559.061121.702緩和曲線467559.656120.702緩和曲線467560.250119.702緩和曲線467560.843118.702緩和曲線467561.435117.702緩和曲線467562.026116.702緩和曲線467562.616

21、115.702緩和曲線467563.205114.702緩和曲線467563.792113.702緩和曲線467564.378112.702緩和曲線467564.963111.702緩和曲線467565.546110.702緩和曲線467566.128109.702緩和曲線467566.707108.702緩和曲線467567.285107.702緩和曲線467567.861106.702緩和曲線467568.435105.702緩和曲線中點(diǎn)467569.008104.702緩和曲線467569.577103.702緩和曲線緩緩和和曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)算算值值 圓圓緩緩

22、點(diǎn)點(diǎn)(YH)(YH)至至緩緩直直點(diǎn)點(diǎn)（HZ)HZ)段段 36.45253467570.145102.702緩和曲線467570.711101.702緩和曲線467571.274100.702緩和曲線467571.83499.702緩和曲線467572.39298.702緩和曲線467572.94797.702緩和曲線467573.50096.702緩和曲線467574.05095.702緩和曲線467574.59694.702緩和曲線467575.14093.702緩和曲線467575.68192.702緩和曲線467576.21891.702緩和曲線467576.75290.702緩和曲線4

23、67577.28389.702緩和曲線467577.81088.702緩和曲線467578.33487.702緩和曲線467578.85486.702緩和曲線467579.37185.702緩和曲線467579.88384.702緩和曲線467580.39183.702緩和曲線467580.89682.702緩和曲線467581.39681.702緩和曲線467581.89280.702圓緩點(diǎn)467407.982Y YF F里里程程點(diǎn)點(diǎn)位位名名稱稱467593.01555.264圓弧起點(diǎn)（緩圓點(diǎn)）467592.63356.264圓曲線467592.24757.264圓曲線467591.8565

24、8.264圓曲線467591.46059.264圓曲線467591.06060.264圓曲線467590.65561.264圓曲線467590.24662.264圓曲線467589.83263.264圓曲線467589.41364.264圓曲線467588.99065.264圓曲線467588.56266.264圓曲線467588.13067.264圓曲線467587.81767.983圓曲線中點(diǎn)467587.69468.264圓曲線467587.25369.264圓曲線467586.80770.264圓曲線467586.35771.264圓曲線467585.90372.264圓曲線46758

25、5.44473.264圓曲線467584.98074.264圓曲線467584.51275.264圓曲線467584.04076.264圓曲線467583.56477.264圓曲線圓圓曲曲線線上上任任意意一一點(diǎn)點(diǎn)的的坐坐標(biāo)標(biāo)計(jì)計(jì)算算值值 緩緩圓圓點(diǎn)點(diǎn)（HY)HY)至至圓圓緩緩點(diǎn)點(diǎn)(YH)(YH)段段 467583.08278.264圓曲線467582.59779.264圓曲線467582.10780.264圓曲線467581.89180.702圓弧終點(diǎn)（圓緩點(diǎn)）直直線線段段（K116+527.000K116+645.717K116+527.000K116+645.717）距距中中距距、開(kāi)開(kāi)口口

26、線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)直線段起點(diǎn)坐標(biāo)：3665632.390465850.372直線段終點(diǎn)坐標(biāo)：3665684.946465956.822起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：直線段起點(diǎn)至終點(diǎn)方位角：63.43255直線段起點(diǎn)樁號(hào)：116527.000直線段終點(diǎn)樁號(hào)：116645.717測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)116563.4883665728.809465843.461左開(kāi)口線點(diǎn)116563.4873665648.543465883.089右開(kāi)口線點(diǎn)116563.4883665593.580465910.226左開(kāi)口線點(diǎn)上游超界

27、3665585.029465754.441右開(kāi)口線點(diǎn)下游超界3665694.123465976.532左開(kāi)口線點(diǎn)116562.4953665720.456465846.478右開(kāi)口線點(diǎn)116564.0463665603.174465906.111說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K116+527K116+645.717K116+527K116+645.717樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)直直線線段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不

28、不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)131.430-89.5161.65551561131.3800.000-87.75989725131.31061.297-26.32289125136.434-0.001-97.86655803136.4340.497-97.37112853130.906-80.690-6.12199335131.17250.873-36.47125188直直線線段段（K116+527.000K116+645.717K116

29、+527.000K116+645.717）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序圓圓弧弧段段（116+645.717116+833.902116+645.717116+833.902）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)圓心坐標(biāo)：3665236.610466178.170直圓點(diǎn)坐標(biāo)：3665684.946465956.822圓直點(diǎn)坐標(biāo)：3665734.920466137.100起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：圓心至直圓點(diǎn)的方位角：333.43263圓心至直圓點(diǎn)的半徑：500.000圓心至圓直點(diǎn)的方位角：355.17183圓

30、心至圓直點(diǎn)的半徑：500.000測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)116667.5203665761.698465946.824左開(kāi)口線點(diǎn)116667.5203665694.169465976.576右開(kāi)口線點(diǎn)116667.5203665626.587466006.352左開(kāi)口線點(diǎn)上游超界3665675.105465936.890左開(kāi)口線點(diǎn)下游超界3665736.894466161.042說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K116+645.717K116+833.902K116+645.717K116+833.902樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的圓圓弧弧段段；2 2、本本程程

31、序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。起算樁號(hào)（直圓點(diǎn)）： 116645.717終止樁號(hào)（圓直點(diǎn)）： 116833.902H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)131.430-73.793-14.06702387131.380-0.0004-87.75962068131.31073.850-13.76960478136.4

32、34-0.494-97.37434027136.434-0.577-97.29088402圓圓弧弧段段（116+645.717116+833.902116+645.717116+833.902）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序直直線線段段（K116+833.902K118+163.155K116+833.902K118+163.155）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)直線段起點(diǎn)坐標(biāo)：3665734.920466137.100直線段終點(diǎn)坐標(biāo)：3665844.090467461.863起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：

33、直線段起點(diǎn)至終點(diǎn)方位角：85.17206直線段起點(diǎn)樁號(hào)：116833.902直線段終點(diǎn)樁號(hào)：118163.155測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)116857.9253665807.562466155.218左開(kāi)口線點(diǎn)116857.9263665736.894466161.043右開(kāi)口線點(diǎn)116857.9273665666.236466166.866右開(kāi)口線點(diǎn)上游超界3665733.124466119.232左開(kāi)口線點(diǎn)下游超界3665846.170467482.132左開(kāi)口線點(diǎn)116858.7563665794.665466157.115右開(kāi)口線點(diǎn)116857.4853665683.64846

34、6164.988說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K116+833.902K118+163.155K116+833.902K118+163.155樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的直直線線段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)132.550-70.9

35、09-19.191132.590-0.001-90.179132.82070.897-19.743132.2900.322-89.258132.240-0.408-89.072130.906-57.899-28.913131.17253.389-33.955直直線線段段（K116+833.902K118+163.155K116+833.902K118+163.155）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序圓圓弧弧段段（118+163.155118+392.978118+163.155118+392.978）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)圓心坐標(biāo)：36663

36、42.470467421.420直圓點(diǎn)坐標(biāo)：3665844.108467461.862圓直點(diǎn)坐標(biāo)：3665913.774467678.753起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：圓心至直圓點(diǎn)的方位角：175.21382圓心至直圓點(diǎn)的半徑：500.000圓心至圓直點(diǎn)的方位角：149.01297圓心至圓直點(diǎn)的半徑：500.001測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)118183.5163665903.406467475.117左開(kāi)口線點(diǎn)118183.5313665846.170467482.132右開(kāi)口線點(diǎn)118183.5323665790.256467488.973

37、右開(kāi)口線點(diǎn)118183.5323665790.256467488.973右開(kāi)口線點(diǎn)118183.5323665790.256467488.973右開(kāi)口線點(diǎn)118183.5323665790.256467488.973右開(kāi)口線點(diǎn)上游超界3665842.204467438.764右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界366

38、5921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712右開(kāi)口線點(diǎn)下游超界3665921.554467691.712說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K118+163.155K118+392.978K118+163.155K118+392.978樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的圓圓弧弧段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)

39、不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。起算樁號(hào)（直圓點(diǎn)）： 118163.155終止樁號(hào)（圓直點(diǎn)）： 118392.978H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)135.613-57.665-38.56135231134.5000.000-93.99963694136.43456.331-41.53742417136.43456.331-41.53742417136.43456.

40、331-41.53742417136.43456.331-41.53742417136.4340.567-97.3014359136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000766136.4340.228-97.64000

41、766136.4340.228-97.64000766圓圓弧弧段段（118+163.155118+392.978118+163.155118+392.978）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序直直線線段段（K118+392.978-K118+646.660K118+392.978-K118+646.660）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)直線段起點(diǎn)坐標(biāo)：3665913.774467678.753直線段終點(diǎn)坐標(biāo)：3666044.343467896.253起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：直線段起點(diǎn)至終點(diǎn)方位角：59.0

42、1224直線段起點(diǎn)樁號(hào)：118392.978直線段終點(diǎn)樁號(hào)：118646.660測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)118408.0913665968.706467663.403左開(kāi)口線點(diǎn)118408.0933665921.554467691.712右開(kāi)口線點(diǎn)118408.0953665873.756467720.408左開(kāi)口線點(diǎn)上游超界3665907.100467667.292右開(kāi)口線點(diǎn)下游超界3666055.600467916.010左開(kāi)口線點(diǎn)118408.0753665954.637467671.831右開(kāi)口線點(diǎn)118408.1263665885.810467713.208說(shuō)說(shuō)明明：1 1

43、、本本程程序序只只適適用用于于主主渠渠道道K116+833.902K118+163.155K116+833.902K118+163.155樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的直直線線段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)136.800-54.998-43.602136.780

44、-0.0004-98.560136.55055.750-42.350136.630-0.177-98.083137.4300.517-99.343136.880-38.598-60.162136.52041.709-56.331直直線線段段（K118+392.978-K118+646.660K118+392.978-K118+646.660）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序圓圓弧弧段段（118+646.660118+968.294118+646.660118+968.294）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)圓心坐標(biāo)：3665615.650468153.

45、590直圓點(diǎn)坐標(biāo)：3666044.343467896.253圓直點(diǎn)坐標(biāo)：3666113.019468204.820起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：圓心至直圓點(diǎn)的方位角：329.01276圓心至直圓點(diǎn)的半徑：500.000圓心至圓直點(diǎn)的方位角：365.52510圓心至圓直點(diǎn)的半徑：500.000測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)118669.4013666102.680467890.586左開(kāi)口線點(diǎn)118669.4013666055.600467916.010右開(kāi)口線點(diǎn)118669.4013666007.572467941.946左開(kāi)口線點(diǎn)上游超界3666

46、030.596467873.353左開(kāi)口線點(diǎn)下游超界3666111.312468221.385左開(kāi)口線點(diǎn)118669.2763666086.104467899.386右開(kāi)口線點(diǎn)118669.3963666018.498467936.041說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K118+646.660K118+968.294K118+646.660K118+968.294樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的圓圓弧弧段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它

47、它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。起算樁號(hào)（直圓點(diǎn)）： 118646.660終止樁號(hào)（圓直點(diǎn)）： 118968.294H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)137.840-53.506-47430-0.0003-99.8597411137.48054.583-45.3767002137.550-0.712-99.3875485137.640-0.277-100.0030964137.631-34.740-65.52221306137.45242

48、.164-57.74030099圓圓弧弧段段（118+646.660118+968.294118+646.660118+968.294）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序直直線線段段（K118+968.294-K120+423.213K118+968.294-K120+423.213）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)直線段起點(diǎn)坐標(biāo)：3666113.019468204.820直線段終點(diǎn)坐標(biāo)：3665963.947469652.091起算高程：130邊坡起算坡比：2.000坡腳至中心線距離：85底板坡比：直線段起點(diǎn)至終點(diǎn)方位角：95.52511直線段起點(diǎn)樁號(hào)

49、：118968.294直線段終點(diǎn)樁號(hào)：120423.213測(cè)點(diǎn)點(diǎn)位里程X坐標(biāo)Y坐標(biāo)左開(kāi)口線點(diǎn)118984.9473666164.967468226.912右開(kāi)口線點(diǎn)118984.9473666111.312468221.385右開(kāi)口線點(diǎn)118984.9473666057.176468215.809右開(kāi)口線點(diǎn)上游超界3666113.970468194.549右開(kāi)口線點(diǎn)下游超界3665963.947469652.091左開(kāi)口線點(diǎn)118985.0083666154.862468225.932右開(kāi)口線點(diǎn)118999.8763666070.355468232.175左開(kāi)口線點(diǎn)120423.1793665

50、963.971469652.050說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于主主渠渠道道K118+968.294-K120+423K118+968.294-K120+423樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)的的直直線線段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。H高程距中距(m)（左負(fù)右正）開(kāi)口線偏差值偏外為正偏內(nèi)為負(fù)（m)137.750-5

51、3.938-46.562137.6400.0008-100.279137.52054.423-45.617137.5100.106-99.914137.4300.000-99.860137.737-43.786-56.688137.58339.637-60.529137.430-0.020-99.840直直線線段段（K118+968.294-K120+423.213K118+968.294-K120+423.213）距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序白白條條河河引引渠渠（0+0000+7000+0000+700）開(kāi)開(kāi)挖挖距距中中距距、開(kāi)開(kāi)口口線線計(jì)計(jì)算算程程序序已知點(diǎn)點(diǎn)名X坐標(biāo)Y坐標(biāo)說(shuō)說(shuō)明明：1 1、本本程程序序只只適適用用于于引引渠渠0+0000+8000+0000+800樁樁號(hào)號(hào)范范圍圍內(nèi)內(nèi)直直線線段段；2 2、本本程程序序中中用用黃黃顏顏色色界界定定的的范范圍圍內(nèi)內(nèi)數(shù)數(shù)據(jù)據(jù)不不得得更更改改；3 3、計(jì)計(jì)算算時(shí)時(shí)只只輸輸入入緑緑色色界界定定范范圍圍內(nèi)內(nèi)的的數(shù)數(shù)據(jù)據(jù)，其其它它數(shù)數(shù)據(jù)據(jù)不不得得人人工工輸輸入入；4 4、如如果果計(jì)計(jì)算算時(shí)時(shí)行行數(shù)數(shù)不不夠夠則則從從A A列列至至N N列列向向下下拉拉即即可可。直線段起點(diǎn)